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PLAN NOTES: LEGEND: '
<br /> 1. ALL 8EAM5 DESIGNAiED ON BRAGED FRAME ELEVATIONS ARE 5TIW5'. II
<br /> �.x � GU55ET 12 GALLOUT PER 24/55.05 I zirou�nea GUNsui Fenscn necrureas uP
<br /> 2. 5EE 21/55.05 FOR BRAGE PROTEGIED ZONES. '
<br /> ix'-x"� TOP OF STEEL BEf+M ELEVATION
<br /> PORTL4ND
<br /> ♦— CONNEGTION PER 15/SS.OS � SEA7iLE
<br /> LOS ANGELES
<br /> (DI DF�OPPFD BEAM PER 34/55.03 : wnsNiN�toN oc
<br /> NEW YORK '
<br /> I
<br /> I
<br /> 925 Fourth Avenue
<br /> p C � Suite 2400
<br /> 6 /�-� Seattle,WA 98104
<br /> Cfs� \ C /1 T 206 623 9414
<br /> I i Y F 206 623 7828
<br /> � wwwzgf.com
<br /> i , ' i
<br /> , �'. I Consultants
<br /> I � .
<br /> 1 ^ T.O.5IEEL T.O.Slff1 rQ 5� !I T0 5TEEL ' T0 51FFL ! CIVIL&STRUCTURHL ENGINEER
<br /> � �.=�3s�-„�i,�.�\ w,axao �._,��-��° �.=,3a�-o,° , ro.s�. ; ,— ,
<br /> � EL.=133'3Yz � EL.-133'-1C%'� Coughlin Porter Lundeen
<br /> — O W18x40(D) �"-13�-5 � ' W18x40 �D) � 801 Second Avenue,Suite 900
<br /> VN18x40 Ii33'-6"] �'� � Seattle,WA 98104
<br /> 4 � `4' T 206 343 0460
<br /> '�S .y�' � �`�s � �q � m '� ���. �'r m I LqNDSCAPE ARCHITEGT
<br /> � y � S N ... X N X � y.�S ui .�� ' �ti �� �$. � i
<br /> I '�'b .n� � "F �h N ���`'�m �n '�6 �n h 0 � S �h in i.�� � - '^ Site Workshup
<br /> u� v� ,n m h 3s s, u� � � �+ u, 5 4� '� - - � 222 EWria Street
<br /> �n Z`� i �n � r,�h �n �+e �n �n y`'� � — ai �n y`�� �i �fy � I
<br /> `2� � � .n h �n � U' �� �' �' ai � Seattle,WA 98109
<br /> � � _ � � i � � e � `�' ' = x i T 206 285 3026 � �
<br /> --- �8-0�, -- - — - --- �8-0� - -- -_ _-E�B-0� _�� �% - LEVEL I MECHANICALENGINEER
<br /> __._ ___ _.--- O � O Ot
<br /> O '
<br /> -� � _ 1 f=�f —_ -
<br /> � � 3 3 5 3�,
<br /> 18 �', �g .. � �,pg�{y� � Bellewe Mechaniral
<br /> p � _ �o � I � �0 � Belev�e��WA98005NE
<br /> _i�� T 425 453 2142
<br /> L�� ���I /� I �� � _
<br /> 1 _-_ _-_.,� _ _--_- PLUMBINGENGINEER
<br /> I i , , Inventnx
<br /> ��, ''� �� 719 Second Avenue.Suite 650
<br /> ' � I � I II I, � Seattle,WA 98104 . '
<br /> BF-1 BF-2 BF-3 ' ' BF_4 , r zos si s aooa
<br /> � ELECTRICAL ENGWEER
<br /> IStantec ConsWting Services
<br /> � 4100 194th Street,Suite 400
<br /> 7 ^ I Lynwood,WA 98036-4613
<br /> K T 206 667 0553
<br /> 3i,'m A325-N EREGTION BOLTS BRaGE�11EL.D ! BRAGE�'VELD iI �NELD �'YELD GU55ET If �
<br /> �SCHE�u�E iN Ho2lz. ; LENGTN s„ ! 5/ZE'i1" � LENGTH'Yi" LENGTH c" I THIGKNE55(in.l' GONF/GURATION �
<br /> sr+oRr-SLorrEv Hoi.ES i��, � ��� M,aRK ' (lnJ ; (In.J i (!nJ I (ln.J (G�¢4DE 50J ' 7YPE
<br /> �i���3 ✓�� __-. I I 5�6 � I �. I
<br /> 1 ii � I � �� 5�6 �� �PJ 3�j �, 8
<br /> CALUMN 5TOP5, ��� i- , I t
<br /> BF ELEVATION PAST FAGE OF GOLUMN
<br /> U.O.N. I�" I � BEAM PER � I 2 14 5/� 20 20 � /a A
<br /> i � EXiEND KERF fC/," I s
<br /> ----- _
<br /> ! --� ' B1F�GED FRAME BE/�M TO GOLUMN GONNEG770N SGHEDULE 3 12 Si,� �2 18 i, B
<br /> ..�„ PER SGHEDULE NOT OGGUR THDI�SIDE m � ' -- -- - - I
<br /> 0 o i I
<br /> 0 o I; � � � � m � 4 12 5/b 18 16 %n A ,
<br /> i .- PLATE DEPTH I'
<br /> !E � � NO.OF �
<br /> --� � ' m BEAM j THIGKNE55, iP j fP �i �'VELD ; EREGTION 5 t2 Sib � - �a 20 �- —iB— - -� e -- ; ,
<br /> 5/Z F (6 R.5 0 l ' D E P T H ' Y V/D T H �� 5/Z F B O L T S
<br /> BEAM PER PLAN -� / �
<br /> size per i 3 I
<br /> I I -� I ��
<br /> � I schedule � Wi8 � ': 13" ii' /8 3 i
<br /> s
<br /> ,, p r 33/55.05 ,
<br /> HIGH LOAD CONN.- / I I , �__ i i -STIFF.I£/"x3"EA.51DE e ' Re��s���
<br /> PER 4/55.02 � I i GRADE 50 PLATE PER
<br /> WHERE OGG1125 / I SGHEDULE KERFED �
<br /> THIS 51DE N5E IE GRADE � � THRU GOLUMN LINENt SEGTNG��_GU55ET IC PER b/5502 / BRAGE PER I
<br /> i I I �Z'x4"W/BOLTING
<br /> 1 PERMIT 1127�1?
<br /> BF ELEYA710N CORRECTIONS
<br /> WHERE BEAM OGGURS) LINE INTERSEGTING BASE�. i
<br /> OR GOWMN-WHIGHEVER 15 � �� �"
<br /> AND THIGKNE55 PER � � � PLAlE WIDTH E TER BFAM PER ELEVATION I
<br /> SGNEDULE TH15 DETAIL) i I I �p�2 y(h{�� � � --�- � \ �1,
<br /> / , � ...,.,�-. FAGE OF BEAM OR � -
<br /> GRIND SMOOTH IC � � � ��-- � CALUMN pER TOP OP GU55ET 2 / GL05E5T TO BRAGE � � � �- � ����
<br /> AT TRAN5ITION BF ELEVATION 1 5 -WHIGHEVER IS i s-�- ��JP' GOLUMN PER- '
<br /> �RE
<br /> _ GL05E5T TO BRAGE y�p,- � �16 gF�y, �'�, �� ;� i�/ ' PER 2V55.05 (
<br /> � .
<br /> �b" �b"� t.o.slab-on-9rade �� �i ��. � �� ��`' p��;�� - �
<br /> .-- - -- x
<br /> ' �� � per 33/55.05�---�-� �`�` eL�per plan j� �� � '6� �R�SGHEDULE
<br /> G
<br /> PE
<br /> � i� � RIGID INSULATION- - � �`b 4,� � -
<br /> � - '�� / 'b � '
<br /> _ ---_ — � YlP �� ,, . .;_. .
<br /> __-—_—___ _...
<br /> t.o.ft el. r 93/55.05
<br /> " - i � � �� � BRAGE PER ELEVATION, �, � �
<br /> PER A \ pe
<br /> t-;�„ �: A,� � I � �� iYP. 9. i
<br /> � � � I �
<br /> � � — - par plen J i .
<br /> Gu55ET ff PER-- �� ' i
<br /> SGHEDULE,iYP. i � I `�� BASE 12 S ANGHOR�L ��� I
<br /> � �• �� � �� �
<br /> � RODS PER 36/55.051 i i i i
<br /> � HATGHED AREAS INDIGATE PROTEGTED ZONE. �`�a ��`'� REINF.fZ- i� I 1 � � „�, �� ,� , , �
<br /> � � y� ;
<br /> WELDED,BOLTED,SGREWED,DRIVE PINNED OR PER 2U55.05 � �
<br /> OTHER CANNEGTIONS ARE NOT PERMITfED IN Y� '�� I
<br /> � I ,�
<br /> PROTEGiED ZONES(EXGEPT ARG SPOT WELDS � s ! � � ; I
<br /> �a 10"MIN.
<br /> OF ib/51.01) _ , ,
<br /> � ��
<br /> \
<br /> �� t- - -� � i
<br /> I �,� I NOTE:t=THIGKNE55 OF 6U55ET i� II
<br /> �..
<br /> �� �rs - O � ���
<br /> 19 ' -- _ _ _� ------------ � 2`� .�
<br /> � 1 24 ���
<br /> BASE IE 2"(6RADE 50) I
<br /> N1/(4)1%'dF1554GRADE55 \ �I North Clinic
<br /> WELDABLE ANGHOR RODS � %"return �
<br /> \
<br /> �ti=GU55ET� ���'Y=t � 2Y,"d HOLE iYP ` ie ' `ea.end,typ. � 7 8t 5 13th ti veet
<br /> THIGKNE55 ------� --t2=t��Ye"- - � GWND5MOOTH GONTINUEHORIZ.WAL� 4" 4", 6" PERT.O.WALL �� � SEGTION � ' Evereri.Washinyron58'LO1
<br /> 4�� � REINP.THRU EMBED d � ��� DETA�BELOW
<br /> �,,
<br /> y�J i o�dw;�ylaie
<br /> s/6� �� � � ��, �� DETAIL5,IYP. � � �'��
<br /> , ------------� �------ ---- — _. ° • � � --,�-_ - �_ �,�1 � o , _.�f �` i� BRACED FRAME
<br /> a ' �-�� ��� � � � I ELEVATIONS&
<br /> i „ „ � ---- � 0 � _ � �— DETAILS
<br /> � ���� �� � �_ 2 � � . - . . a4 TIES�b'oc � - �� � , `�� � -
<br /> i �
<br /> � � b (b'MINJ (6"MM.) � j
<br /> i (12}ri'1 YERTS.YV/STD.- i
<br /> �� i -IC Y�°(GR.50) SEGTION � HOOK AT TOP S STD. typ.��3��;j �6� 2 `_ d 5x3x Y,X 1'-9'
<br /> �\ � ,��l EA.51DE HOOK TO BOT.OF FTG. ilP. /�' EA.51DE(LLV).
<br /> � � e� �--EREGTION HOLE BY PL.aN 1 PLAN 2 TMP
<br /> �
<br /> � FABRIGATOR(%°A MAXJ I
<br /> � i
<br /> ___ _ .,
<br /> GU55ET IE PHt SGHEDULE OF 2a/55.05 r
<br /> �V (GONPIGURATION VARIES) �;;i 6U55ET i�d GONN. � li `ti
<br /> 2 V � �l PER SGHEDULE � � / � 8RA'E PER � � '�r, .
<br /> OF 24/55.05 j �� � ��� BF ELEVATION �' �1 f � '/- ��
<br /> —-
<br /> GOLUMN PER BRAGED -- I I / GOVER�£_A.51DE "!� Y
<br /> � �/ I
<br /> � F ' � � n -�r
<br /> �� � `- �� � LINE INIERSEGTING CALUMN ��� �
<br /> „ ,. � � � ����unv.�_�>
<br /> 6USSET!E ED6E FORM PER�4/55.01 -� ,, _ I I Oti30�t�
<br /> FRAME ELEVATIDN II PER 2l/55 OS il'P. ili
<br /> �9fELD SGHEDULE IW HEnv'r r+Fx NAUTHiYP. �
<br /> G�S�� F����� � DEGK d TOPPING PER PLAN � i I �'�� � EMBED IC%'x10"x3'-3"
<br /> I I � W/(2)ROW5 OF(8)�/i'�x 2'-b"
<br /> (�" I Gdte�. 14 NOVEMBF.R,[Otti
<br /> lp�ZIENTATION VARIES) � I I D2L'S�5 i5'bc
<br /> TH/GKNE55(!nJ 5/ZE(in.) � 3'PROJEGTION-� �. ' � I �i ' ��N�: sisuisa-oa
<br /> K % ' . ' . (MINJ �nP I% � pLAN2 �
<br /> �, • � 1-+-
<br /> � ; _ _ _ .._ ___- �------
<br /> ---._ .---- -- �
<br /> 4 I t.o.wall t�� � ----- �I ora�sy: onm
<br /> - --- �
<br /> �a ��6 � pQl"QBt21�5 �� - ', i CheckeA By: RST
<br /> _ � - —_ �
<br /> 3� i� �-PROTFGT f�LL STFEI. .. ���. I Drawing No.
<br /> BELO{N GRADE NV 1�"NON-SHRINK
<br /> Y� �° d 3x3xF�--J FWID APPLIED GROUT
<br /> - YIhTERPR00FING q I
<br /> � �� mi � �i �l � � -
<br /> � �i
<br /> IL WASHER,TYP. -+\ � PLAN 1 � ��
<br /> 1'h 3/ � � HABOYE b BELOW - ';
<br /> Q --CANG.YIALL d REINP. � � �� � i �
<br /> �n 1%4 G.P.Y�LD PER DETAIL5 OF � � C�.O� _
<br /> I
<br /> � �
<br /> � �' �I LEVEL BELOW � � I � L�J
<br /> � 1�/a � G.P.PfID - i
<br /> o � ---��--�� sE norr ��B°x4�xa°r�asr+eRs,m� ' PERMIT
<br /> N 31 32 33 36I coRRECT�nNs
<br /> �
<br />
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